1 |
Roldan, R., Sullivan, T.J. and Della Corte, J. (2016), "Displacement-based design of steel moment resisting frames with partially-restrained beam-to-column joints", Bull. Earthq. Eng., 14(4), 1017-1046.
DOI
|
2 |
Tenchini, A., D'Aniello, M., Rebelo, C., Landolfo, R., da Silva, L.S. and Lima, L. (2014), "Seismic performance of dual-steel moment resisting frames", J. Construct. Steel Res., 101, 437-454.
DOI
|
3 |
Tzimas, A.S., Karavasilis, T.H., Bazeos, N. and Beskos, D. (2013), "A hybrid force/displacement seismic design method for steel building frames", Eng. Struct., 56, 1452-1463.
DOI
|
4 |
Villani, A., Castro, J.M. and Elghazouli, A.Y. (2009), "Improved seismic design procedure for steel moment frames", Proceedings of the 6th International Conference Stessa-2009, Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA, USA, August, pp. 673-678.
|
5 |
CEN (2004), EN1998-1-3, Eurocode 8: Design of structures for earthquake resistance- Part 1: general rules, seismic actions and rules for buildings; European Committee for Standardization, Brussels, Belgium.
|
6 |
Araujo, M., Macedo, L., Marques, M. and Castro, J.M. (2016), "Code-based record selection methods for seismic performance assessment of buildings", Earthq. Eng. Struct. Dyn., 45(1), 129-148.
DOI
|
7 |
ASCE 7/SEI (2010), Minimum Design Loads for Buildings and other Structures; American Society of Civil Engineers/ Structural Engineer Institute, Reston, VA, USA.
|
8 |
ATC3-06 (1978), Tentative provisions for the development of seismic regulations for buildings; Applied Technology Council, Redwood City, CA, USA.
|
9 |
ATC-19 (1995), Structural response modification factors; Applied Technology Council, Redwood City, CA, USA, pp. 5-32.
|
10 |
ATC-34 (1995), A critival review of current approaches to earthquake-resistance design; Applied Technology Council, Redwood City, CA, USA.
|
11 |
CEN (2005), EN1998-1-1, Eurocode 3: Design of steel structures- Part 1: general rules, seismic actions and rules for buildings; European Committee for Standardization, Brussels, Belgium.
|
12 |
Costa, A., Romao, X. and Sousa Oliveira, C. (2010), "A methodology for the probabilistic assessment of behaviour factors", Bull. Earthq. Eng., 8, 47-64.
DOI
|
13 |
FEMA (2009), Recommended seismic provisions for new buildings and other structures (FEMA P 750);Federal Emergency Management Agency, Washington, D.C., USA.
|
14 |
Elghazouli, A.Y. (2007), "Seismic design of steel Structures to Eurocode 8", The Structural Engineer, 85(12), 26-31.
|
15 |
Elghazouli, Y. (2009), "Assessment of European seismic design procedures for steel framed structures", Bull. Earthq. Eng., 8, 65-89.
|
16 |
Elghazouli, A.Y., Castro, J.M. and Izzuddin, B.A. (2008), "Seismic performance of composite momentresisting frames", Engineering Structures, 30(7), 1802-1819.
DOI
|
17 |
Lee, L.H., Han, S.W. and Oh, Y.H. (1999), "Determination of ductility factor considering different hysteretic models", Earthq. Eng. Struct. Dyn., 28(9), 957-977.
DOI
|
18 |
Ferraioli, M, Lavino, A. and Mandara, A. (2014), "Behaviour factor of code-designed steel moment-resisting frames", Int. J. Steel Struct., 14(2), 243-254.
DOI
|
19 |
Karavasilis, T.H., Bazeos, N. and Beskos, D. (2007), "Behaviour factor for performance-based seismic design of plane steel moment resisting frames", J. Earthq. Eng., 11(4), 531-559.
DOI
|
20 |
Kappos, J. (1999), "Evaluation of behaviour factors on the basis of ductility and overstrength studies", Eng. Struct., 21(9), 823-835.
DOI
|
21 |
Maheri, M.R. and Akbari, R. (2003), "Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings", Eng. Struct., 25(12), 1505-1513.
DOI
|
22 |
Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of concrete and Masonry Structures, Jonh Wiley and Sons, London, UK.
|
23 |
Sullivan, T.J. (2013), "Direct displacement based seismic design of steel eccentrically braced frames structures", Bull. Earthq. Eng., 11(6), 2197-2231.
DOI
|
24 |
Priestley, M.J.N. and Calvi, G.M. (1991), "Towards a capacity design assessment for reinforced concrete frames", Earthq. Spectra, 7(3), 413-437.
DOI
|
25 |
Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement Based Seismic Design of Structures, Istituto Universitario di Studi Superiori di Pavia, Pavia, Italy.
|
26 |
PEER (2006), OpenSEES: Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
|